|
Printed:6/27/2016 2:40:56 PM Q-2260-16.sbs Page 3 of2(
<br />New Building A -350'x200'x16'
<br />Label A Type Stand Alone
<br />Structure New Frame Type Symmetrical
<br />Attachment No Elevation A Sidewall
<br />Geometry
<br />Width 200'-0"Length 300'-0"
<br />Eave Height 16'-0"Eave Height 16'-0"
<br />Roof Slope 3.000000 I 12 Roof Slope 3.000000 /12
<br />Distance To Ridge 100'-0"Distance To Ridge 100'-0"
<br />Girts 8.0"-Exterior Gitts 8.0"-Exterior
<br />EWB EWD
<br />Type Half-Load Frame Type Half-Load Frame
<br />Girts 10.0"-Flush Girts 10.0"-Flush
<br />User Specified Setback System Standard 1'-2"User Specified Setback System Standard 1'-2"
<br />Designed Setback O'-0"Designed Setback O'-0"
<br />Gable Flash Yes Gable Flash Yes
<br />Insulation Trim No Insulation Trim No
<br />Purlins 12.0"Z Pregalvanized Secondary No
<br />LBP Min Depth NIA Hot-Dipped Primary No
<br />LBP Max Depth NIA Seal Welds NIA
<br />Steel Shop Coat Gray Frame Bolt Washers No
<br />Bolt Finish Plated
<br />Spacing
<br />SWA Bay Spacing (EWB-EWD)20'-0",20'-0",20'-0",20'-0",20'-0",20'.0",20'-0",20'-0
<br />20'-0",20'-0",20'4)",20'-0",20'-0",20'-0",20'-0"
<br />Roof Bay Spacing (EWB-EWD)20'-0",20'-0",20'-0",20'-0",20'-0",20'-0",20'-0",20'-0"
<br />20'-0",20'-0",20'-0",20'-0",20'-0",20'-0",20'-0"
<br />SWC Bay Spacing (EWD-EWB)20'-0",20'-0",20'-0",20'-0",20'-0",20'-0",20'-0",20'-0"
<br />20'-0",20'-O",20'-0",20'-0",20'-0",20'-0",20'-0"
<br />SWA Soldier Column Recesses (EWB-EWD)N/A
<br />SWC Soldier Column Recesses (EWD-EWB)N/A
<br />EWB Column Spacing (SWC49WA)25'-0",25'-0",25'-0",25'-0",25'-0",25'-0",25'-0",25'-0"EWD Column Spacing (SWA-sWC)25'-0",25'-0",25'-0",25'-0",25'-0",25'-0",25'-0",25'-0"EWB Column Recesses (SWC-SWA)0.0",0.0",0.0",0.0",0.0",0.0",0.0",0.0",0.0"
<br />EWD Column Recesses (SWA-SWC)0.0",0.0",0.0",0.0",0.0",0.0",0.0",0.0",0.0"
<br />*Note -Negative column recess raises the base of the column above the finished floor.
<br />SWA Girt Spacings (Base to Eave)System Standard
<br />SWC Girt Spacings (Base to Eave)System Standard
<br />EWB Girt Spacings (Base to Peak)System Standard
<br />EWD Girt Spacings (Base to Peak)System Standard
<br />Purlin Spacing (Nominal Horizontal Distance)System Standard NIA
<br />Frame Groups
<br />¾pm 1 (Clearspan)
<br />Frame Lines 1,2,3,4,5,6,7,8,9,10,11,12,13,
<br />14,15,16
<br />SWA SWC
<br />Column Tapered Allowed Column Tapered Allowed
<br />Unbraced To Elevation 16'-0"Unbraced To Elevation 16'-0"
<br />Max Column Web Depth 60.0"Max Column Web Depth 60.0"
<br />Max Rafter Web Depth 60.0"Max Rafter Web Depth 60.0"
<br />Exterior Column Elevation At Finished Floor Exterior Column Elevation At Finished Floor
<br />Loads,Wind Enclosure,Deflections &Sidesway
<br />Building Leads Importance Factors
<br />Roof Snow Load By Design 110.000 psf Snow Is 1.00
<br />Risk Factor II -Normal Wind Iw N/A
<br />Thermal Condition Unheated Seismic Ie 1.00
<br />Seismic Design Category D Designed Snow Exposure Partially ExposedWindSpeed110.00 mph
|